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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.0 LAccepted-AOC 223 02 WARD NO 10 A DHURI DISTT SANGRUR | DHURI | SANGRUR | PUNJAB | L1 | Accepted-AOC AOC |
Tender Value
₹69.2 L
EMD Value
₹1.4 L
Closing Date
4 Apr 2023, 5:00 pmClosed
Executive Engineer
Office Of The Executive Engineer, Construction Division, Uttarakhand Peyjal Nigam, Kotdwar
Construction of source, CWR laying, jointing and testing of GI pipe line, providing FHTC and other appurtenant works in Kunti Vinjoli GOV Reorg water supply scheme Phase-II along with handing over the work after commissioning to maintenance agency un
2022_MDPEY_52641_2
4665/Nivida/659 dt 05-12-2022
Open Tender
Civil Works - Water Works
Item Rate
270 days
Dwarikhal
As per tender document
3 documents required · 3 mandatory
₹4,720
Executive Engineer, UKPJN, Kotdwar
₹1.4 L
kotdwara
20 Sept 2023
23 Mar 2023
6 Apr 2023
23 Mar 2023
4 Apr 2023
25 Mar 2023
23 Mar 2023 - 24 Mar 2023
24 Mar 2023
Amount
Providing of all materials, carting from site store to site of work, laying & jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.
G.I ( MED)15mm dia
G.I ( MED)25mm dia
G.I ( MED)32mm dia
G.I ( MED)40mm dia
Dismantling and Relaying of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work
G.I ( MED)25mm dia
G.I ( MED)32mm dia
G.I ( MED)40mm dia
Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. From trenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock
Soil mixed with boulder and bajri
Soft rock
25 mm Dia
32 mm Dia
40 mm Dia
Air Valves15mm (T.P.-10 kg/Sqcm)
Supply of all materials, labours, T&P etc and construct gate valve chamber as per type design complete.
Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete.
Construction of Intake chamber having (0.60mx0.60mx0.60m) size at tapping point of source,for collection of water including filter media, supply of all materials,labour, T&P etc. complete in all respect as per departmental design, drawing in direction of Engineer in charge.
Construction of roughening filter cum screening chamber near by Gadhera including supply of all materials,labour, T&P etc. complete. in all respect as per departmental design, drawing in direction of Engineer in charge.
Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.
Same as above but in ordinary rock ( 25 % of the total excavation)
Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of 7.50 KL Capacity with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .
Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR in in all respect as per departmental design, drawing in direction of Engineer in charge.
Supply and fixing an Iron board and printing on it as well as writing the details of work on it
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
Ferrule Connection
Providing and fixing brass bib cock of approved quality
Providing brass ferrule of approved quality
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, brest walls,retaining walls, parapets,scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification.
Random Rubble Stone Masonry laid in 1:4 cement and sand mortar, brest walls,retaining walls, parapets,scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification.
Supply and filling graded pebbles of 25 to 50 mm gauge.
Supply and lay boulders pitching
Supply and lay 150 mm dia perforated GI(M) pipe having 10 mm dia holes 25 mm aparts MS strainer at a gradient of 1 into 50
Same as item no.18 above but the 50 mm dia pipe at gadhera for bye pass arrangement
Supply and fix 50 mm dia G.I. cap and socket over by
R.C.C. work in slabs with 20mm gauge gravel aggregates, coarse sand and cement in proportion 1:1.5:3 excluding supply of renforcing steel and its bending but including fixing in position with 24BWG gauge binding of materials, labour, T&P etc. required for proper completion of work.
Mild steel and iron work in plain work such as RCC work when not included in overall rates wrought to required shape as necessity including for proper completion of work including supply of all materials, steel and wastage.
20 mm thick plaster in proportion of 1:4with cement and sand on stone masonary inside of the wall including supply of all materials, labour, T&P etc required for proper.
30*30 cm size C.I. grating having 25*25 mm holes.
Supply and fixing of C.I. Foot steps in both the chambers.
Supply and fixing of C.I. Foot M.S. sheet right angular 'V' notch.
Provision for supply and fixing of washout and overflow pipes.
Providing and Laying in position cement concrete of specified grade 1:4:8 ( 1 Cement : 4 Coarse Sand: 8 Graded stone aggregate 40 mm nominal size)
Providing and Laying in position cement concrete of specified grade 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Graded stone aggregate 40 mm nominal size)
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_69157.pdf
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